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Home My Public Portal AboutBUTLER AV_111 2OF2.pdfSHEET INDEX ac�ti��° PROJECT SUMMARY 9600 W. BRYN MAWR AVE., SUITE 200 NO. �,fi�,;wa DESCRIPTION .c\e'O�\ SITE NAME: ALAMOSA T -I e':S �.� �`4 TITLE SHEET "W SITE NO: T -2 `� 1� Y' ep Q`�� AT03AW051 GENERAL NOTES �V �} • C-I �it� " SITE ADDRESS: III BUTLER AVE. SITE PLAN G� \or TYBEE ISLAND, GA 31328 C -IA ENLARGED SITE PLAN �!a e9� \��4 C -2 O\ ttC? COUNTY: CHATHAM • ENLARGED EQUIPMENT PLAN Y� C -3 C -4A 4C��\�0 SITE ELEVATION AND DETAILS t� t\ SITE COORDINATES FST ^.fit � LATITUDE: N. 3201121' (HAD 83) SECTOR I ANTENNA LAYOUTS fj� LONGITUDE: W. 80.84195' (HAD 83) �\ C -4B tiht ��1 �{�, SECTOR 2 ANTENNA LAYOUTS GROUND ELEVATION: 6' (AMSL) ' b�` 1�0 4,4 C-4C SECTOR 3 ANTENNA LAYOUTS j�� NETWORK VISION MMBTS LAUNCH JURISDICTION: CHATHAM COUNTY G -5 T PARCEL ID•: N/A ANTENNA DETAILS Q, ZONING CLASSIFICATION: N/A C -6 RF AND CABLE DETAILS APPLICANT: SPRINT HEADQUARTERS C-1 GA- SC COAST MARKET 6200 SPRINT PKWY ANTENNA AND RADIO SPECS OVERLAND PARK, KS 66251 G -8 EQUIPMENT SPECS C -BA TOWER/PROPERTY OWNER: CITY OF TYBEE ISLAND JUNCTION BOX SPECS 403 BUTLER AVENUE E -I UTILITY PLAN AND DETAILS CHATHAM COUN`i'r SITE NAME TYBEE ISLAND, GA 31328 RECEIVED E -2 (912) 186 -4513 UTILITY DETAILS BUILDING SAFETY E -3 GROUNDING RISER DIAGRAM AND NOTES APPROVAL D1r11 i' 5.-13 -� SITE ACQUISITION MANAGER HEATHER M. CARLISLE, ESQ. O 6 A hcarlisleagoodmannetworks.com VVV i (214) 543 -4451 4 �a ZONING:.__ .,., -,___ -_ 1 BUILDING :___, 2A1-" SITE NUMBER G0NO `'�6 CONST TION MANAGER: GOODMAN NETWORKS DRIVING DIRECTIONS t t111 ELECTRIC AT03AUJ05-1 I I 0 �q� 41,P rte+ 6400 INTERNATIONAL PKWY, SUITE 1000 ,,,,,1 y , �8 , ^SjO r�� PLANO, TX15093 �` tv`� �O rol �rpsbe (912) 406 -9692 �4 J T1 0 SHEET NAME DEPART FROM: SAVANNAH /HILTON HEAP INTL. AIRPORT w�/ Ov" a0 �1LU�` -'^^ C INTERNATIONAL DING CODE __, �� 6, B�I�LeINCpgOpO� W006 NBLIS I. HEAD NORTH ON AIRWAYS AVE TOWARD PATRICK S 4`' O GRAHAM DR, TAKE THE 1ST RIGHT ONTO PATRICK S ,''„�.A y 78:::::::\::::::::::343- dQe -CODE: GRAHAM DRON AVIATION WAY (NORTH) � �3� SITE ADDRESS Z' S \2011 NATIONAL ELECTRIC CODE 2. TURN RIGHT ONTO GULFSTREAM RD, CONTINUE ONTO �m �2ti WILLIAM B WILSON DR, CONTINUE ONTO CROSSGATE��G ��,::::2'',,e: n RD /GULFSTREAM RD 111 BUTLER AVE. ��O '� ',,;; Ocv- g8• EER'S LICENSE 3. CONTINUE TO FOLLOW CROSSGATE RD, Q �� TURN HTO LIFE �Y: TYBEE ISLAND, GA 31328 `�' G```' CCu 4v. vr- 5. CONTINUE q0' ,'%9 ,?►�� OLOLOW GA -21 S. CONTINUE ONTO I -516 E, 6. TAKE EXIT 1 FOR GA -25 /BAY ST TOWARD DOWNTOWN Q ,.'S' • 2 • .\,e ...x.' Ja,. CERTIF, AT ION STATEMENT: 1. MERGE ONTO W S. CONTINUE TO FOLBLOWSW /BAYRSTA 25 CONNECTOR N sihR1Y �_ -- �g STRUCTURE TYPE GO��) O`.•' G ". 3oZ1QS I HE 'd '( 'T. .y - .; O = CERTIFY THAT THESE DOCUMENTS WERE PREPARED 'PROVED BY ME, AND THAT I AM A DULY LICENSED 9. CONTINUE ONTO GENERAL MCINTOSH BLVD 0.3 MI II. k 0 �;7 0:' ;, -- 'G+`� A, OFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF CONTINUE ONTO E PRESIDENT ST, O �� (1fj ` GEORGIA. 10. CONTINUE ONTO ISLANDS EXPY e< a t- •• '`F'' aj • II. CONTINUE ONTO US -80 E, 66 S SS�e 12 T� WATER TOW 1:- ' 2,.. r 9 LICENSED ENGINEER - STATE OF GEORGIA 12. ARRIVE DESTINATION WILL BE ON THE RIGHT AT III (O`1 o' e $ "..0° ( BUTLER AVE. TYBEE ISLAND, GA 31328 WC O� 9 466- MAP PROJECT TEAM 4ORGVICINITY G�sTeg/ V ' a . ' O297 [a r�j1 �� I t" ' 0 �ITO ' �� 661/4 ip�' �.u) ��' �� j • -_ SIGNED DATE: 05 /03/1013 Macehvee's Seafood Restaurant Atlantic S/ 80 Ocean 26 Tybee Island so:, I.I::nd, , ALCATEL•LUCENT rodman Networks FULLERTON e,wa•ca,oinmoe_...._n wo !- `1 C; ?� E i 'd r i,.: .. , 6400 INTER•IATIGNAL FKWY 3530 TORINGDON WAY `SUITE 1000 9600 W. BRYN MAWR AVE., SUITE 200 SUITE 300 PLANO, TX 15093 ROSEMONT, ILLINOIS 60018 CHARLOTTE, NC 28211 PFIGNE: (912) 406 -9692 TEL 847- 292 -0200 FAX: 847-292-0206 www.FullertonEngineering.com PROJECT MANAGER SITE ACQUISITION ENGINEER EXPIRES: 12/31/2013 R 29116 LICENSE*: SCOPE OF WORK: APPROVALS • HANDICAP ACCESS REQUIREMENTS ARE NOT REQUIRED • REMOVE (3) EXISTING PANEL ANTENNAS (I PER SECTOR) INSTALL (3) NEW PANEL ANTENNAS (I PER SECTOR) • FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION • REMOVE (I) EXISTING BTS CABINET 4 (I) EXISTING • FACILITY HAS NO PLUMBING OR REFRIGERANTS BATTERY • • • INSTALL (1) NEW BATTERY CABINET • THIS FACILITY SHALL MEET OR EXCEED ALL FAA AND FCC REGULATORY REQUIREMENTS • INSTALL (I) FUTURE BATTERY CABINET • INSTALL (I) NEW FIBER JUNCTION BOX ALL NEW MATERIAL SHALL BE FURNISHED AND • REMOVE (6) EXISTING SPRINT COAXIAL CABLES INSTALLED BY CONTRACTOR UNLESS NOTED OTHERWISE. • INSTALL (3) NEW HYBRIFLEX FIBER OPTIC CABLES CABINETS, ANTENNAS/RRU AND CABLES OWNER AND INSTALLED BY CONTRACTOR FURNISHED BY • INSTALL (6) NEW RRHS a SPRINT CONST. DATE 2,7c/ - Terra Desoto ce Hotel m if N o -../ SPRINT RF DATE SPRINT OPS DATE LANDLORD DATE DRAWING SCALED TO 1111X17° ALCATEL•LUCENT 0 I 3530 TORINGDON WAY ' SUITE 300 CHARLOTTE, NC 28211 Sprint SPRINT HEADQUARTERS 6200 SPRINT PKWY OVERLAND PARK, KS 66251 FULLERTON 9600 W. BRYN MAWR AVE., SUITE 200 ROSEMONT, ILLINOIS 60018 TEL: 847- 292 -0200 FAX: 847 -292 -0206 FIRM LICENSE# PEF006084 www.FullertonEngineering.com CHECKED BY AG APPROVED BY: MB DATE DESCRIPTION INT. 02/19/13 90% REVIEW EB 04/22/13 PRELIMINARY FINAL KG 05/03/13 FINAL KG SITE NAME ALAMOSA SITE NO. AT03AUJ05-1 SITE ADDRESS III BUTLER AVE. TYBEE ISLAND, GA 3132S SHEET NAME TITLE SHEET SHEET NUMBER T 1 1 THE FOLLOWING NOTES ARE TAKEN FROM SPRINT'S "STANDARD CONSTRUCTION SPECIFICATIONS FOR WIRELESS SITES ", REV 4.0 DATED 2 -15 -2011. THIS SHALL NOT BE CONSTRUED AS THE ENTIRE DOCUMENT. THE CONTRACTOR IS RESPONSIBLE FOR MEETING THE REQUIREMENTS OF THE ABOVE REFERENCED SPECIFICATION DOCUMENT IN REGARDS TO ALL WORK COMPLETED. pIVISION 1 - GENERAL REQUIREMENTS I. NATIONALLY RECOGNIZED CODES AND STANDARDS: THE WORK SHALL COMPLY WITH APPLICABLE STANDARDS, PORTIONS THEREOF, INCLUDED BUT NOT LIMITED TO THE FOLLOWING: A. GR -63 -CORE WEBS REQUIREMENTS: PHYSICAL PROTECTION B. GR -18 -CORE GENERIC REQUIREMENTS FOR THE PHYSICAL DESIGN AND MANFACTURE OF TELECOMMUNICATIONS EQUIPMENT C. NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) D. AMERICAN SOCIETY FOR TESTING OF MATERIALS (ASTM) E. INSTITUTE OF ELECTRONIC AND ELECTRICAL ENGINEERS (IEEE) 2. DEFINITIONS: A WORK: THE SUM OF TASKS AND RESPONSIBILITIES IDENTIFIED IN THE CONTRACT DOCUMENTS B. COMPANY: SPRINT NEXTEL CORPORATION C. PROJECT MANAGER: COMPANY REPRESENTATIVE D. ENGINEER SYNONYMOUS WITH ARCHITECT * ENGINEER AND "A4E ". THE DESIGN PROFESSIONAL HAVING PROFESSIONAL RESPONSIBILITY FOR DESIGN OF THE PROJECT E. CONTRACTOR CONSTRUCTION CONTRACTOR* CONSTRUCTION VENDOR* INDIVIDUAL OR ENTITY WHO AFTER EXECUTION OF A CONTRACT IS BOUND TO ACCOMPLISH THE WORK F. THIRD PARTY VENDOR OR AGENCY: .4 VENDOR OR AGENCY ENGAGED SEPARATELY BY THE PROJECT MANAGER, ME, OR CONTRACTOR TO PROVIDE MATERIALS OR TO ACCOMPLISH SPECIFIC TASKS RELATED TO BUT NOT INCLUDED IN THE WORK 3. ON -SITE SUPERVISION: THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL 13E RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL EMPLOY A COMPETENT SUPERINTENDENT WHO SHALL BE IN ATTENDANCE AT THE SITE AT ALL TIMES DURING PERFORMANCE OF THE WORK 4. DRAWINGS, SPECIFICATIONS AND DETAILS REQUIRED AT JOBSITE: THE CONSTRUCTION CONTRACTOR SHALL MAINTAIN A FULL SET OF THE CONSTRUCTION DRAWINGS AND THE STANDARD CONSTRUCTION SPECIFICATIONS FOR WIRELESS SITES AT THE JOBSITE FROM MOBILIZATION THROUGH CONSTRUCTION COMPLETION 5. THE JOBSITE DRAWINGS, SPECIFICATIONS AND DETAILS SHALL BE CLEARLY MARKED DAILY IN PENCIL WITH ANY CHANGES IN CONSTRUCTION OVER WHAT IS DEPICTED IN THE DOCUMENTS. AT CONSTRUCTION COMPLETION, THIS JOBSITE MARKUP SET SHALL BE DELIVERED TO THE PROJECT MANAGER TO BE FORWARDED TO THE AIE VENDOR FOR PRODUCTION OF 'AS-BUILT" DRAWINGS 6. THE CONTRACTOR 54-IALL CONFINE ALL CONSTRUCTION AND RELATED OPERATIONS INCLUDING STAGING AND STORAGE OF MATERIALS AND EQUIPMENT, PARKING, TEMPORARY FACILITIES, AND WASTE STORAGE TO THE LEASE PARCEL UNLESS OTHERWISE PERMITTED BY THE CONTRACT DOCUMENTS 1. TEMPORARY UTILITIES AND FACILITIES: THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY UTILITIES AND FACILITIES NECESSARY EXCEPT AS OTHERWISE INDICATED IN THE CONSTRUCTION DOCUMENTS. TEMPORARY UTILITIES AND FACILITIES INCLUDE, POTABLE WATER HEAT, HVAC, ELECTRICITY, SANITARY FACILITIES, WASTE DISPOSAL FACILITIES, AND TELEPHONE /COMMUNICATION SERVICES. PROVIDE TEMPORARY UTILITIES AND FACILITIES IN ACCORDANCE WITH 0544A AND THE AUTHORITY HAVING JURISDICTION. CONTRACTOR MAY UTILIZE THE COMPANY ELECTRICAL SERVICE IN THE COMPLETION OF THE WORK W{EN IT BECOMES AVAILABLE. USE OF THE LESSORS OR SITE OWNER'S UTILITIES OR FACILITIES IS EXPRESSLY FORBIDDEN EXCEPT AS OTHERWISE ALLOWED IN THE CONTRACT DOCUMENTS 8. TESTING: REQUIREMENTS FOR TESTING BY THIS CONTRACTOR SHALL BE AS INDICATED HEREWITH, ON THE CONSTRICTION DRAWINGS, AND IN THE INDIVIDUAL SECTIONS OF THESE SPECIFICATIONS. SHOULD PROJECT MANAGER CHOOSE TO ENGAGE ANY THIRD -PARTY TO CONDUCT ADDITIONAL TESTING, THE CONTRACTOR SHALL COOPERATE WITH AND PROVIDE A WORK AREA FOR TEST AGENCY 5. COMPANY FURNISHED MATERIAL AND EQUIPMENT: ALL HANDLING, STORAGE AND INSTALLATION OF COMPANY FURNISHED MATERIAL AND EQUIPMENT SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS AND WITH THE MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. 10. CONTRACTOR SHALL PROCURE ALL OTHER REQUIRED WORK RELATED MATERIALS NOT PROVIDED BY COMPANY TO SUCCESSFULLY CONSTRUCT A WIRELESS FACILITY II. DIMENSIONS: VERIFY DIMENSIONS INDICATED ON DRAWINGS WITH FIELD DIMENSIONS BEFORE FABRICATION OR ORDERING OF MATERIALS. DO NOT SCALE DRAWINGS 12. EXISTING CONDITIONS: NOTIFY THE PROJECT MANAGER OF EXISTING CONDITIONS DIFFERING FROM THOSE INDICATED ON THE DRAWINGS. DO NOT REMOVE OR ALTER STRUCTURAL COMPONENTS WITHOUT PRIOR WRITTEN APPROVAL FROM THE ARCHITECT AND ENGINEER 13. RECEIPT OF MATERIAL AND EQUIPMENT: CONTRACTOR IS RESPONSIBLE FOR COMPANY PROVIDED MATERIAL AND EQUIPMENT AND UPON RECEIPT SHALL: A. ACCEPT DELIVERIES AS SHIPPED AND TAKE RECEIPT B. VERIFY COMPLETENESS AND CONDITION OF ALL DELIVERIES C. TAKE RESPONSIBILITY FOR EQUIPMENT AND PROVIDE INSURANCE PROTECTION AS REQUIRED IN AGREEMENT D. RECORD ANY DEFECTS OR DAMAGES AND WITHIN TWENTY -FOUR HOURS AFTER RECEIPT, REPORT TO COMPANY OR ITS DESIGNATED PROJECT REPRESENTATIVE OF SUCH E. PROVIDE SECURE AND NECESSARY LEATHER PROTECTED WAREHOUSING F. COORDINATE SAFE AND SECURE TRANSPORTATION OF MATERIAL AND EQUIPMENT, DELIVERING AND OFF - LOADING FROM CONTRACTOR'S WAREHOUSE TO SITE 14. NO WORK SHALL COMMENCE PRIOR TO PROJECT MANAGER AND WRITTEN NOTICE TO PROCEED 15. UPON RECEIVING NOTICE TO PROCEED, CONTRACTOR SHALL FULLY PERFORM ALL WORK NECESSARY TO PROVIDE PROJECT MANAGER WITH AN OPERATIONAL WIRELESS FACILITY pIVISION 2 - SITE CONSTRUCTION: I. PROTECTION OF EXISTING UTILITIES: THE CONTRACTOR SHALL CHECK WITH THE LOCAL UTILITIES AND THE RESPECTIVE UTILITY LOCATOR COMPANIES PRIOR TO STARTING EXCAVATION OPERATIONS IN EACH RESPECTIVE AREA TO ASCERTAIN THE LOCATIONS OF KNOWN UTILITY LINES. THE LOCATIONS, NUMBER AND TYPES OF EXISTING UTILITY LINES DETAILED ON THE CONSTRICTION DRAWINGS ARE APPROXIMATE AND DO NOT REPRESENT EXACT INFORMATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ALL LINES DAMAGED DURING EXCAVATION AND ALL ASSOCIATED OPERATIONS. ALL UTILITY LINES UNCOVERED DURING THE EXCAVATION OPERATIONS, SHALL BE PROTECTED FROM DAMAGE DURING EXCAVATION AND ASSOCIATED OPERATIONS. ALL REPAIRS SHALL BE APPROVED BY THE UTILITY COMPANY 2. DURING EXCAVATION, MATERIAL SUITABLE FOR BACKFILLING SHALL BE STOCKPILED IN AN ORDERLY MANNER A SUFFICIENT DISTANCE FROM THE BANKS OF THE TRENCH TO AVOID OVERLOADING AND TO PREVENT SLIDES OR CAVE -INS. ALL EXCAVATED MATERIALS NOT REQUIRED OR SUITABLE FOR BACKFILL SHALL BE REMOVED AND DISPOSED OF AT THE CONTRACTOR'S EXPENSE 3. CONTRACTOR SHALL KEEP THE SITE FREE FROM ACCUMULATING WASTE MATERIAL, DEBRIS, AND TRASH. AT THE COMPLETION OF THE WORK, CONTRACTOR SHALL REMOVE FROM THE SITE ALL REMAINING RUBBISH, IMPLEMENTS, TEMPORARY FACILITIES, AND SURPLUS MATERIALS 4. CONTRACTOR SHALL TAKE ALL REASONABLE PRECAUTIONS TO DISCOVER AND LOCATE ANY HAZARDOUS CONDITION A. IN THE EVENT CONTRACTOR ENCOUNTERS ANY HAZARDOUS CONDITION WHICH HAS NOT BEEN ABATED OR OTHERWISE MITIGATED, CONTRACTOR AND ALL OTHER PERSONS SHALL IMMEDIATELY STOP WORK IN THE AFFECTED AREA AND NOTIFY COMPANY IN WRITING. THE WORK N THE AFFECTED AREA SHALL NOT BE RESUMED EXCEPT BY WRITTEN NOTIFICATION BY COMPANY B. CONTRACTOR AGREES TO USE CARE WHILE ON THE SITE AND SHALL NOT TAKE ANY ACTION THAT WILL OR MAY RESULT IN OR CAUSE THE HAZARDOUS CONDITION TO BE FURTHER RELEASED IN THE ENVIRONMENT, OR TO FURTHER EXPOSE INDIVIDUALS TO THE HAZARD 5. CONTRACTORS ACTIVITIES SHALL BE RESTRICTED TO THE PROJECT LIMITS. SHOULD AREAS OUTSIDE THE PROJECT LIMITS BE AFFECTED BY CONTRACTORS ACTIVITIES, CONTRACTOR SHALL IMMEDIATELY RETURN THEM TO ORIGINAL CONDITION pIVISION 16 - ELECTRICAL ALL ELECTRICAL WORK SHALL MEET THE REQUIREMENTS OF SPRINT'S "STANDARD CONSTRUCTION SPECIFICATIONS FOR WIRELESS SITES", REV 4.0 DATED 2 -15 -2011 IN ITS ENTIRETY. I. CODES AND STANDARDS: A. THE CODES AND STANDARDS REFERENCED IN DIVISION 16 SHALL BE THE MOST CURRENT REVISION, REGARDLESS OF THE ACTUAL YEAR INDICATED HEREINAFTER, EXCEPT AS OTHERWISE REQUIRED BY DIVISION 1. B. THE ENTIRE ELECTRICAL INSTALLATION SHALL COMPLY FULLY WITH THE REQUIREMENTS OF ALL AUTHORITIES HAVING JURISDICTION. C. THE WORK SHALL COMPLY WITH APPLICABLE REQUIREMENTS OF THE FOLLOWING: I. NATIONAL ELECTRICAL CODE (NEC), 2. NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) CODES AND STANDARDS, 3. OCCUPATIONAL SAFETY AND HEALTH ACT (OSHA), 2. PERMITS, FEES AND LICENSES: THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS, FEES AND LICENSES TO COMPLETE THE SITE AND MAKE IT FULLY OPERATIONAL FOR THE INTENDED USE. 3. ALL EQUIPMENT FURNISHED BY DIVISION 16 SHALL CARRY UL LABELS AND LISTINGS WHERE SUCH LABELS AND LISTINGS ARE AVAILABLE IN THE INDUSTRY. „oyA qiit:062 j ,c"''x- ALCATEL•LUCENT 0 3530 TORINGDON WAY SUITE 300 CHARLOTTE, NC 28211 Sprint SPRINT HEADQUARTERS 6200 SPRINT PKWY OVERLAND PARK, KS 66251 FULLERTON N(: iNEEPI N„ i3ESISN 9600 W. BRYN MAWR AVE, SUITE 200 ROSEMONT, ILLINOIS 60018 TEL 847 - 292 -0200 FAX: 847- 292 -0206 FIRM LICENSE# PEF006084 www.FullertonEngineering.com CHECKED BY I AG APPROVED BY: MB $ DATE DESCRIPTION INT. 02/19/13 SOS REVIEW ES 04/22/13 PRELMNARY FINAL KO 05/03/13 FINAL KC 0 m SITE NAME ALAMOSA SITE NO. 4T03,4UJOI SITE ADDRESS III BUTLER AVE. TYBEE ISLAND, GA 31328 SHEET NAME GENERAL NOTES SHEET NUMBER T =2 ABBREVIATIONS AFF AGL AMSL APPROX AEG BBU BLDG BTS CLR COL CONC CND DUKs FT EGB ELEC EMT ELEV EQUIP E EXT RID GA GALV GPS GND LTE MAX MFR MGB MIN MMES NTS O.C. OE /OT FFDS RGS IN INT LEI') RRH SF STL TYP UE/UT UNO VIF W/ XFMR ABOVE FINISHED FLOOR ABOVE GRADE LEVEL ABOVE MEAN SEA LEVEL APPROXIMATE AMERICAN WIRE GAUGE BATTERY BACKUP UNIT BUILDING EASE TRANSCIEVER STATION CLEAR COLUMN CONCRETE CONDUIT DRAWING FOOT(FEET) EQUIPMENT GROUND BAR ELECTRICAL ELECTRICAL METALLIC TUBING ELEVATION EQUIPMENT EXISTING EXTERIOR FOUNDATION GAUGE GALVANIZED GLOBAL POSITIONING SYSTEM GROUND LONG TER1 EVOLUTION MAXIMUM MANUFACTURER MASTER GROUND BAR MINIMUM MULTI MODAL BTS NOT TO SCALE ON CENTER OVERHEAD ELECTRIC/TELCO RF DATA SHEET RIGID GALVANIZED STEEL INCHES) INTERIOR POUND(S) REMOTE RADIO HEAD SQUARE FOOT STEEL TYPICAL UNDERGROUND ELECTRIC/TELCO UNLESS NOTED OTHERWISE VERIFY IN FIELD WITH TRANSFORMER PLATE SYMBOLS e V / / / / ///// // / / 1 011111010 51 LZZZZZZZZA / / / / / / / / / //l X X UE UT OE /OT L4.1_4(5.. CENTERLINE REVISION WORK POINT UTILITY POLE BRICK COMPRESSED STONE CONCRETE EARTH GRAVEL MASONRY STEEL CENTERLINE PROPERTY LINE LEASE LINE EASEMENT LINE CHAIN LINK FENCE WOOD FENCE BELOW GRADE ELECTRIC BELOW GRADE TELEPHONE OVERHEAD ELECTRIC/TELEPHONE SECTION REFERENCE EXISTING ASPHALT ACCESS DRIVEWAY \ EXISTING CURB TYP. SEE C -1A FOR ENLARGED SITE PLAN EXISTING UTILITY POST TYP. / / / / / / / / / / / / / / / / / / / / / / / / / / 0 15 30 SITE FLAN SCALE: I" = 30' -0" 45 ( I ALCATEL•LUCENT 3530 TORINGDON WAY SUITE 300 CHARLOTTE, NC 28211 Sprint SPRINT HEADQUARTERS 6200 SPRINT PKWY OVERLAND PARK, KS 66251 9600 W. ROSEMONT, FIRM www.FullertonEngineering.com BRYN TEL FAX: UCENSE# MAWR ILUNOIS 847-292-0200 847- AVE., 292 -0206 PEF006084 SUITE 60018 200 CHECKED BY AG APPROVED BY: MB DATE DESCRIPTION INT. 02/1S/13 SOS REVIEW ES 04/22/13 PRELMNART FINAL. KG 05/83/13 FINAL KG ..0297 ► 44 •3/2013 SITE NAME ALA" IOSA SITE NO. ATf 3AWm51 SITE ADDRESS III !BUTLER AVE. TYBEE ISLAND, GA 31328 SHEET NAME SITE PLAN SHEET NUMBER C -1 9 w 6 it a J ts Ir 9 3 EXISTING WOOD /CHAIN LINK FENCE 111/BARB WIRE (TYP.) X X X \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \\\\\\\\\\\\\\\\\\\\\\\\\\ PUMP HOUSE EXISTING GRASS /GRAVEL AREA EXISTING 12' -0" WIDE ACCESS GATE (TYP.) EXISTING GRASS /GRAVEL AREA EXISTING ASPHALT ACCESS DRIVE EXISTING ASPHALT ACCESS DRIVEWAY 4 SS EXISTING CONCRETE SIDEWALK (I) NEW 2 "♦ CONDUIT FOR FIBER SERVICE FROM NEW VAULT TO EXISTING SPRINT TELCO BOX (APPROX. LENGTH • I55'4) NEW GRADE LEVEL PULLBOX- (USE AS NEEDED) (TYP. OF 2) (1) NEW MMBTS EQUIPMENT CABINET, (I) NEW BATTERY 4 (I) FUTURE BATTERY CABINETS TO REPLACE EXISTING EQUIPMENT SEE C -2 FOR ENLARGED EQUIPMENT PLAN X X EXISTING AT4T EQUIPMENT CONCRETE PAD EXIST ING GRASS /GRAVEL AREA EXISTING COAX SUPPORT AT TOP OF WATER TANK (TYP) EXISTING ANTENNA HANDRAIL SUPPORT (TYP) EXISTING 152' -0" HIGH WATER TANK EXISTING 10' X 15' SPRINT LEASE AREA, ESTIMATED FROM EXISTING DOCUMENTATION, VERIFY WITH PROPERTY OUNER SECTOR 3 NOTE: CONTRACTOR TO CALL 81l, 12 HOURS PRIOR TO EXCAVATING FOR UNDERGROUND UTILITY LOCATIONS. LOCATION SURROUNDING EXCAVATED AREA MIST BE PRIVATELY LOCATED FOR NON- PUBLIC UTILITIES ---_up --- - -UF -_ \ X XI /161 I X X� XI EXISTING CABINET ON CONCRETE PAD EXISTING UTILITY H -FRAME (TYP.) EXISTING GRASS /GRAVEL AREA/ -1 —L� EXISTING UNDERGROUND CABLE PORT W/ COVER (TYP) NEW CABLES ROUTED FROM WATER TALC ACCESS TUBE THRU EXISTING COAX PENETRATION OULINE OF EXISTING WATER TANK SHAFT OUTLINE OF EXISTING WATER TANK BASE i N SECTOR 2 NEW ANTENNA (TYP. OF 3) TO REPLACE EXISTING (TYP. OF 3) SEE C -4 4 C -1 FOR DETAILS NEW RRH (TYP. OF 6) (2 PER SECTOR) MOUNTED ON NEW MOUNTING PIPE SEE C -4 SHEETS 4 C -1 FOR DETAILS SECTOR 1 EXISTING GRASS /GRAVEL AREA EXISTING ACCESS AT TOP OF WATER TANK ACCESS (1) NEW 2 "♦ CONDUIT W/PULLSTRING FOR FIBER SERVICE FROM AAV MEET POINT TO NEW COMCAST VAULT (APPROX. LENGTH • 403) (I) NEW COMCAST VAULT EXISTING UTILITY POST TYP. EXISTING SPRINT ELECTRICAL METER X XI X X EXISTING UTILITY POST W/ AAV MEET POINT Know what's below. Call before you d15. — OF ALCATEL•LUCENT 3530 TORINGDON WAY SUITE 300 CHARLOTTE, NC 25211 Sprint SPRINT HEADQUARTERS 6200 SPRINT PKWY OVERLAND PARK, KS 66251 FU LL ERT N gin J ER: N -`3E SIGN 9600 W. BRYN MAWR AVE., SUITE 200 A ROSEMONT, ILUNOIS 60018 TEL: 847-292-0200 FAX: 847-292-0206 FIRM UCENSE# PEF006084 www.FullertonEngineering.com CHECKED BY AG APPROVED BY: MB DATE DESCRIPTION 02A9/13 90% REVIEW 84/22/13 PRELIMINARY FNAL 05/03/13 FINAL MT. 3 E8 KC a KG „, 7d ENLARGED SITE PLAN 15 30 SCALE: I" = 30' -O" 45 1 3/2013 SITE NAME ALAMOSA SITE NO. AT03ALU051 SITE ADDRESS 111 BUTLER AVE. TYBEE ISLAND, GA 31328 SHEET NAME ENLARGED SITE PLAN SHEET NUMBER C 11 a kt a 0 N 2' -6" 9' -6" c i ALCATEL•LUCENT E 3530 T RIE 3300 UJAY CHARLOTTE, NC 28211 1 \ \ \ EXISTING CONCRETE ' 4' 2' -1" 1' -4" 2' -1" 2' -8" NOTES: L EXISTING CABINETS TO BE REMOVED DURING HOT SWAP OF EQUIPMENT (TYPE 2. EXISTING COAX GABLE (TYP. OF 6) TO BE BUNDLED AND REMOVED AFTER NEW ANTENNA INSTALLATION HAS BEEN TESTED AND APPROVED BY PROJECT MANAGER I— -_,.,\. 0 EXISTING— = / / / I \, \ ° , ° • print SPRINT HEADQUARTERS 6200 SPRINT PKWY OVERLAND PARK, KS 66251 100,4 PPG b EXISTING UTILITY Z / EXISTING BATTERY CABINET EXISTING MODCELL 40 COMPACT CABINET O Z N PPC _ TELCO t \ m FULLERTON 9600 W. BRYN MAWR AVE., SUITE 200 ROSEMONT, ILLINOIS 60018 TEL 847 - 292 -0200 FAX: 847-292-0206 FIRM UCENSE# PEF006084 www.FullertonEngineering.com EXISTING GPS ANTENNA ON STEEL POST TO BE REMOVED EXISTING EXISTING COAX CABLE (TYP. OF 6) CABLE TRAY EXISTING UNDERGROUND .o: (I) SHOWN FOR CLARITY CABLE CHECKED BY AG PORT -___u\ APPROVED BY: MB # DATE DESCRIPTION T. 02/19113 90% REVIEW EB 04/22/13 PRELIMINARY FINAL KG 05/0343 FINAL KG 0 I' 2' 4' b' EXISTING EQUIPMENT PLAN 1 SCALE: 1/4" = I' -0" 9' -6" CONCRETE •EXISTING Y 0 tSTa y Gt�t`+ * * :0297 P 2' -1" " 2' -1" " 2' -'1 f EXISTING UTILITY 1-I -FRAME NOTE: (1) NEW MMBTS EQUIPMENT REMOVE ANY STUBBED -UP UNUSED CONDUITS AND BOLTS FLUSH WITH SLAB. GROUT FILLS AS REQUIRED. CABINET, (I) NEW BATTERY 4 1 (I) FUTURE BATTERY CABINETS SEE C -8 FOR DETAILS / M ° • ° \ 0 r- . � `: ,• 1y !0 -\ M it W p U 1(� 0 �,; .� N J} a� w ;�� v�'` 1 g 9,e , r0 \\C; O ca is, �(>� �t�'t8 \ d '— ... - 3/2013 SITE NAME AL 4,M054, EXISTING 100,4 PPG NEW BATTERY CABINET FUTURE BATTERY CABINET � 7 PPG II NEW 9921 MMBTS CABINET TELCO \\ / (2) 0 NEW 1 -1/2 4 METALLIC LIQUIDTIGHT FLEXIBLE •�• n CONDUITS ((1) POUTER 1 (I) FIBER) WITH PULL STRINGS FROM NEW MMBTS CABINET - �\ �0 ri a� t; SITE NO. ATm3AUJm51 TO NEW JUNCTION BOX (APPROX. LENGTH GRADE ) \ NEW CIENA SERVICE DELIVERY \ SWITCH USE OTHER POST OF NEW JUNCTION BOX H -FRAME \ — SEE E -2 FOR DETAILS NEW NEW CABLES ROUTED ON EXISTING �a��G sa GABLE TRAY TO (MODIFY AS �14(� REQUIRED) I __I} ' SEE FOR QUANTITY AND DETAILS. (1) SHOWN FOR CLARITY SITE ADDRESS III BUTLER AVE. TYBEE ISLAND, GA 31325 EXISTING CABLE TRAY EXISTING UNDERGROUND SHEET NAME ENLARGE G2U I fi�MENT PLN4N PHOENIX CONTACT NEMA 3R JUNCTION BOX ATTACHED TO EXISTING NEW _,c_ CABLE PORT SEE C -8 FOR DETAILS SEE C -6 FOR DETAILS "• SHEET NUMBER C = 2 0 I' 2' 4' b' FINAL / PERMANENT EQUIPMENT PLAN SCALE: I/4" = I' -O" 2 NOTE: EXACT ROUTING OF COAX CABLES TO BE DETERMINED BY STRUCTURAL ANALYSIS (BY OTHERS) ANTENNA NOTES: THE SIZE, HEIGHT AND DIRECTION OF THE ANTENNA SHALL BE ADJUSTED TO MEET SYSTEM REQUIREMENTS. 2. CONTRACTOR SHALL VERIFY HEIGHT OF ANTENNA WITH ALCATEL LUCENT REPRESENTATIVE OR LATEST RFDS. 3. ALL ANTENNA AZIMUTHS ARE TO BE TAKEN FROM THE TRUE NORTH. STRUCTURAL NOTES /SPRINT STRUCTURAL SERVICES COMPLIANCE NOTE: I. FULLERTON ENGINEERING CONSULTANTS, INC. CERTIFIES THAT SPRINTS ENTIRE ANTENNA STRUCTURE, INCLUDING TOWER PLATFORMS, ARMS AND ALL OTHER ASPECTS OF THE STRUCTURE WILL SUPPORT THE SPRINT NETWORK VISION EQUIPMENT DEPLOYMENT. 2. STRUCTURAL CALCULATIONS FOR THE TOILER WERE PREPARED BY OTHERS AND THOSE CALCULATIONS CERTIFY THE CAPACITY OF THE TOILER STRUCTURE FOR THE DEPLOYMENT OF THE SPRNT NETWORK VISION EQUIPMENT. CONTRACTOR TO COORDINATE WITH PROJECT MANAGER TO OBTAIN A COPY. 3. CONTRACTOR TO REFER TO STRUCTURAL CALCULATIONS OF THE TOILER FOR ADDITIONAL LOADS. NO ERECTION OR MODIFICATION OF THE STRUCTURE SHALL BE MADE WITHOUT APPROVAL OF THE STRUCTURAL ENGINEER T/ EXISTING WATER TOWER ELEV. • 152' -0 * A.G.L. OF EXISTING 4 NEW SPRINT ANTENNAS 9'ELEv. • F3 '=0"�i GL. EXISTING ACCESS TUBE (3) NEW CABLES ROUTED ON INTERIOR OF WATER TOILER SHAFT 4 ACCESS TUBE ON EXISTING SUPPORTS (APPROX. LENGTH • 230' *) EXISTING WATER TANK BASE EXISTING CHAIN LINK FENCE (TYP.) T /GRADE $ELEv. • 0' -0" A.GL. (ELEV. • 6' A.M.SL.) EXISTING ANTENNA (TYP.) EXISTING CABLE SUPPORT AT TOP OF WATER TANK (TYP) EXISTING ANTENNAS (3 TOTAL) FINAL/PERMANENT ANTENNAS (3 TOTAL) NEW RR 4 (TYP. OF 6) MOUNTED ON NEW MOUNTING PIPE SEE C -4 4 C -T FOR DETAILS EXISTING WATER TANK ttAare. NAOL.? .4 VIE.YQ L 5 A 4rtL psis -r bNiW -4 Vs.I/.1P be4ES. (►V S-rAck ,Q- CLCiiV - EXISTING WATER TANK SHAFT NEW CABLES ROUTED IN EXISTING UNDERGROUND CONDUIT NEW EQUIPMENT CABINETS ON EXISTING CONCRETE PAD EXISTING EQUIPMENT SHELTER EXISTING CLUSTER SUPPORT BRACKET EXISTING CLUSTER SUPPORT BRACKET EXISTING (3) NEW SPRINT HYBRID CABLES WITH NEW UNIVERSAL SNAP -INS HANGERS, ROUTED ON EXISTING CABLE LADDER (DO NOT DOUBLE STACK) EXISTING RIGID CONDUIT EXISTING WATER TANK EXISTING RIGID CONDUIT EXISTING WATER TANK EXISTING SPRINT COAXIAL CABLE, RELOCATED TO ALLOW NEW CABLES TO BE ADJACENT TEMPORARY / INTERIM EXISTING CLUSTER SUPPORT BRACKET (3) NEW SPRINT HYBRID CABLES FINAL / PERMANENT EXISTING RIGID CONDUIT EXISTING WATER TANK NOTE: EXISTING COAXIAL CABLES TO BE REMOVED 6 MONTHS AFTER NEW EQUIPMENT HAS BEEN ACTIVATED APPROVED BY PROJECT MANAGER AND /OR SPRINT CABLE MOUNTING DETAIL AT SHAFT SCALE: N.T.S. 2 ELEVATION SCALE: N.T.S. WATER TOWER NOTES: I. ANTENNAS AND ASSOCIATED EQUIPMENT OF SUCH A CO- LOCATED FACILITY MUST BE OF A NEUTRAL COLOR THAT IS IDENTICAL TO OR CLOSELY COMPATIBLE WITH COLOR OF WATER TOILER 2. CONTRACTOR TO VERIFY AVAILABLE SPACE IN EXISTING PENETRATIONS. IF ADDITIONAL PENETRATIONS ARE REQUIRED FOR THE INSTALLATION, WHICH ARE NOT INCLUDED IN THESE DRAWINGS, CONTACT ENGINEER FOR ADDITIONAL DETAILS PAINTING NOTES: HEALTH AND SAFETY L CONTRACTOR SHALL PROVIDE ALL SAFETY EQUIPMENT AND FALL PROTECTION TO INSURE THE SAFETY OF ON SITE PERSONNEL DURING CONSTRUCTION. 2. ACCESS TO THE TANK INTERIOR WATER COMPARTMENT SHALL NOT BE PERMITTED WITHOUT THE APPROVAL OF THE WATER DEPARTMENT SUPERVISOR PRECAUTIONS SHALL BE TAKEN TO PREVENT WATER CONTAMNATION. 3. THE PANT SYSTEM SHALL BE CHECKED FOR HAZARDOUS METALS. WHERE HAZARDOUS METALS ARE FOUND N THE PAINT SYSTEM, THE ENVIRONMENT AND WORKERS MUST BE PROTECTED FROM CONTAMINATION. FAINTING: SUR =ACE PREPARATION (EXTERIOR Juagt INTERIOR) • ABRASIVE BLAST CLEAN ALL NEW STEEL COMPONENTS TO AN SSPC -SP6 "COMMERCIAL BLAST CLEANING" CONDITION PRIOR TO APPLICATION OF PRIMER COAT. • AFTER WELDING OR CUTTING, CLEAN ALL DAMAGED SURFACES IN ACCORDANCE WITH SSPC -SP3 "POWER TOOL CLEANING" CONDITION PRIOR TO APPLICATION OF PRIME COAT. 2. COATING EXTERIOR- 3 COATS • THE THREE COAT EXTERIOR PAINT REPAIR SYSTEM WILL BE ONE PRIME COAT OF TNEMEC SERIES 20, ONE INTERMEDIATE COAT OF TNEMEC SERIES 20, AND ONE COAT OF TNEMEC SERIES 1014. PAINT THE EXTERIOR TO MATCH THE EXISTING TOPCOAT COLOR • THE THREE -COAT SYSTEM WILL BE APPLIED AT 2.0 - 3.0 MILS PER COAT, TO A THICKNESS OF 5.0 - 9.0 MILS. 3. COATING (WET INTERIOR) - 2 COATS • THE TWO COAT INTERIOR PANT REPAIR SYSTEM WILL BE TWO COATS OF TNEMEC SERIES 20. PAINT THE WET INTERIOR TO MATCH THE EXISTING TOPCOAT COLOR. • THE TWO -COAT SYSTEM WILL BE APPLIED AT 3.0 - 4.0 MILS PER COAT, TO A THICKNESS OF 5.0 - 8.0 MILS. 4. COATING (DRY INTERIOR) • THE DRY INTERIOR PAINT REPAIR SYSTEM WILL BE TWO COATS OF TNEMEC SERIES 20. PAINT THE DRY INTERIOR TO MATCH THE EXISTING TOPCOAT COLOR • THE TWO -COAT SYSTEM WILL BE APPLIED AT 3.0 - 4.0 MILS PER COAT, TO A THICKNESS OF 6.0 - 8.0 MILS. NEW ATTERY :ABINET NEW MMBTS CABINET CONCRETE PAD (2) I- 1/2 "♦ CONDUITS (I) SHOWN FOR CLARITY NEW GPS NEW H -FRAME NEW JUNCTION BOX — EXISTING CABLE TRAY COm01 11V,=-3 ?jk004 GOO EXISTING WATER TANK BASE NEW COAX CABLE COVER NEW COAX CABLE (4) SHOWN FOR CLARITY (3) NEW SPRINT 1 -1/4 "♦ HYBRID CABLES ROUTED ON EXISTING CABLE TRAY (I) SHOWN FOR CLARITY <yi; i /Wi / i (3) 6" P.V.G. SCHED 40 PIPE 30" BELOW GRADE ICE BRIDGE DETAIL SCALE: 1/4" = I' -O" I ALCATELLLUCENT 3530 TORINGDON WAY SUITE 300 CHARLOTTE, NC 28277 Sprint SPRINT HEADQUARTERS 6200 SPRINT PKWY OVERLAND PARK, KS 66251 F LLE T N =R N., DES„ :, 9600 W. BRYN MAWR AVE., SUITE 200 ROSEMONT, ILLINOIS 60018 TEL: 847-292-0200 FAX: 847-292-0206 FIRM UCENSE4 PEF006084 www.FullertonEngineering.com CHECKED BY AG APPROVED BY: MB dt DATE DESCRIPTION NT. 02/19/13 9611 REVIEW ES 04/22/13 F'IiELIMNARY FINAL KG 05/03/13 FINAL KG ORS os-1- / ir * • ' • 0297 �..i'.r ♦ • i %3/2013 SITE NAME ALAMOSA SITE NO. ATO34WJ SITE ADDRESS III BUTLER AVE. TYBEE ISLAND, GA 31325 SHEET NAME SITE ELEVATION AND DETAILS SHEET NUMBER C -3 U N w 2 a 3 WATER TOWER SUPPORT AT TOP OF 1Y WATER TANK (TYP) I I Sprint C CLIP' �� SPRINT HEADQUARTERS t �� t 6200 SPRINT PKWY i EXISTING FACE OF SSrA OVERLAND PARK, KS 66251 WATER TANK Ifit I. 1 • NEW RRH a4 NEW ANTENNA •• r EXISTING ANTENNA s MOUNT L p D MOUNT (TYP.) �� i r EXISTING ANTENNA (TYP. OF 2 PER SECTOR) y D tl p MOUNT (TYP.) SEE C -1 FOR DETAILS jj WATER NK FACE OF n V ANTENNA TO BED 1REMOVED s ' r ' ? S ; .: I EXISTING SECTOR I NEW SECTOR I ANTENNA ON 3' -0• AFTER NEW ANTENNA V ANTENNA (TYP. OF 1) NEW ANTENNA MOUNT INSTALLATION WAS BEEN 9600 W. BRYN MAWR AVE, SUITE 200 (TYP. OF 1) 20' 3' -0" TESTED AND APPROVED BY ROSEMONT, ILLINOIS 60018 SEE C -t FOR DETAILS 3' -0" MIN. / PROJECT MANAGER TEL 847-292-022020 , SECTOR: I FIRM UCENSE# PEF006084 i AZIMUTH: 180' wwv,.FullertonEngineering.com SECTOR: I RAID CEN: 135' -0" AZIMUTH: 200' CHECKED BY. AG MB APPROVED B RAID CEN: CEN: 135' -0" � r: '■` DOTE DESCRIPTION MT. 02/19/13 90% REYIEW EB NOTE: (V 04/22/13 PRELIMINARY FINAL KG • AZIMUTHS GIVEN APPLY 05/03/13 FINAL KG TO NEW ANTENNAS ONLY 0 I' 2' 4' 6' 0 I' 2' 4' 6' EXISTINCs SECTOR 1 ANTENNA LAYOUT SCALE: 1/4" = I' -0" 1 INTERIM / TEMPORARY SECTOR I ANTENNA LAYOUT SCALE: 1/4" = I' -0" 2 TRUE ANTENNA LEGEND NORTH EXISTING SPRINT ANTENNAS MAGNETIC N ORTH �g j RT {�{J S (+ NEW SPRINT ANTENNAS DECLINATION c s. •.0287 [' 6' 54' W T APXVSPI°18 -C -A20 � r 'I��l� +` jl LT/EXISTING 152' -0" HIGH k......._, i EXISTING COAX �'t(t + WATER TOWER SUPPORT TANK TOP OF � �� p��r WATER TANK (TYP) � � I ;` A NOTE: X111, 04* .�l' 1��'.�� FINAL AZIMUTHS ARE SUBJECt '! '.! TO REVISIONS AND ARE TO � # p r , BE VERIFIED WITH LATEST ` — — %3/2013 t,. _,±` .ti, �f�� `,�'t`3' DATA SWEET. SITE NAME t' Or S • J . ev. EXISTING FACE OF 47,,,;:t. - '• ALAMOSA WATER TANK Lite . A.'-,•` -- . n� � iltif NEW RRI4 ON NEW •• EXISTING ANTENNA SITE NO. SEE ANTENNA FOR DETAILS MOUNT (TYP.) AT,a3Awm51 (TYP. OF 2 PER SECTOR) Nx J SECTOR: I NEW SECTOR 1 ANTENNA ON 3' -180 AZIMUTH: 200' SITE ADDRESS NEW ANTENNA MOUNT RAD CEN: 135' -0" III BUTLER AVE. (TYP. OF I) SEE G -1 FOR DETAILS TYBEE ISLAND, GA 31328 SHEET NAME SECTOR 1 ANTENNA LAYOUTS SHEET NUMBER 0 I' 2' 4' 6' FINAL / PERMANENT SECTOR 1 ANTENNA LAYOUT SCALE: I/4" = I' -O" 3 C — 4A ?I/EXISTING 152' -0" HIGH E c k ALCATEL•LUCENT : i J 3530 TORINCsDON WAY SUITE 300 f ? EXISTING COAX C EXISTING C COAX / / EXISTING ANTENNA M EXISTING ANTENNA S C ALCATEL *LUCENT 3530 TORINGDON WAY MOUNT (TYP.) MOUNT (TYP.) C Sprint EXISTING SECTOR 2 A ANTENNA TO ESE REMOVED E EXISTING COAX ANTENNA (TYP. OF I) E EXISTING COAX A AFTER NEW ANTENNA S SUPPORT AT TOP OF SECTOR: 2 L LEGACY l * • - .' * MOUNT CTYP.) ,I' Rf "`/� SEE C-1 FOR DETAILS MIL ma I EXISTING ANTENNA �: ` ,� '- MOUNT (TYP.) �'% EXISTING FACE OF- ^- ��p^+� J : WATER TANK FULLERTON 1 J Z T 9600 W. BRYN MAWR AVE, SUITE 200 ROSEMONT, ILLINOIS 60018 /EXISTING 152' -0" HIGH TEL 847- 292 -0200 EXISTING COAX WATER TOWER- FAX: 84SE# PE 206 FIRM UCENSE# PEF006064 T/EXISTING 152' -0" HIGH www.FullertonEngineering.com WATER TANK K TOP) WATER TOWER CHECKED BY AG WATER TANK CTYP) EXISTING COAX SUPPORT AT TOP OF / APPROVED Sr : ME WATER TANK (TYP) # DATE DESCRIPTION MT. w WAVE 90% REVIEW ES 1 �1 04/22/13 PREL.MNARY FNAL KC ■ s 05/03/13 FINAL KC 0 I' 2' 4' 6' 0 I' 2' 4' 6' EXISTING SECTOR 3 ANTENNA LAYOUT SCALE: 1/4" = I' -0" 1 INTERIM / TEMPORARY SECTOR 3 ANTENNA LAYOUT SCALE: 1/4" = 1' -0" 2 TRUE ANTENNA LEGEND - NORTH EXISTING SPRINT ANTENNAS j"� MAGNETIC Q j^� /� NORTH\\ II V osTr Fi +/� A, N j� r rt NEW SPRINT ANTENNAS 8 DECLINATION SECTOR: 3 :�_, a ...0297 b- 54' W AZIMUTH: 5' APXVSPP8 C -A20 .. 0'4 0 RAID CEN: 135' -0" Q Cbl W SECTOR 3 ANTENNA ON 4:3 NEW ANTENNA MOUNT, ��(z. �Q,�d (TYP. of I) NOTE ". %I 3'-0' SEE C -1 FOR DETAILS FINAL AZIMUTHS ARE SUBJECT TO REVISIONS AND ARE TO NEW RRH ON NEW BE VERIFIED WITH LATEST - -- - ' 3/2013 0 F ANTENNA MOUNT DATA SHEET. SITE NAME (TYP. OF 2 PER SECTOR) .. �j� SEE C -1 FOR DETAILS �(‘ EXISTING ANTENNA :I: Pik 1 ALAMOSA • MOUNT CTYP) �0 EXISTING FACE OF yty�� T3a rah. �• =.,: WATER TANK U5 SITE NO. Ca '� tirt VN \4 ° \� 6t� J 10 ��t a�a � °��' ATO3AW0 1 �,��\' 2P �$ SITE ADDRESS V'S'' e 'V III BUTLER AVE. LT/EXISTING 152' -0" HIGH P(�� Tl BEE ISLAND, GA 31328 WATER TOWER SHEET NAME EXISTING COAX SUPPORT AT TOP OF Y SECTOR 3 WATER TANK (TYP) '•� ANTENNA LAYouTS SHEET NUMBER 0 I' 2' 4' 6' FINAL / PERMANENT SECTOR 3 ANTENNA LAYOUT SCALE: 1/4" = 1' -0" 3 C — 4C C k ALCATEKUCENT p i si 3530 TORINGDON WAY SECTOR: 3 S SECTOR: 3 S k W SECTOR 3 ANTENNA ON k A 3 a A 3._0' MIN Y ( (TYP. OF 1) EXISTING SECTOR 3 r E EXISTING FACE OF A AFTER NEW ANTENNA a. M N NEW RRH ON NEW ANTENNA EXISTING ANTENNA P .71-23 3f.YZ 12,10 1 cr.". 17-Z.77 ALP, 7-7-4t• mitimzilvz iiii link t 14 1 , I . lbw S •.;:t," -",.. W L.7-7 1Z7W---rre. '17-7)4Y1 !ffle147. "Ve.■ NOTE 85 Iklu Imbal to 8 COMA canlana At* Nig ri W. 84 4 X 4 i It , ,.... 717:;1722:7•2:f: 1M11,4 TM" r.,17,,:rae -4144 r :2$ PIVAVV:} 741= 5r4b.11,7 7$VX cr4:7 4107 ltalr, IF !,4'"%5 tin JA=. lac W3 Eatr, pe,.17:4 FA.371.P.ta Potrr 1.;-• 11-7,6 10-1 t5.1444.Q.t, NE Red 7-7, (."..ley) Esta- ai ..-"Ii.!;.7.NWs1,;s` Enior ets;terzfgr ock *2'9 itw. EN " 1 F4:= Crmirm 710=0 =4,0* 94,4x-4 NE WI ?er fk-4 INS Pirf. .71d7 Fdpere: 741relnri, • Kkii 3- Fir! - trfrie ) : k. r g gg MR MI MIL - •41 Sr k..1 tit At *4 81 * — 1. Ii fit-Ot :ielar :a 1%.,'D'AfTR 7,.*.a• W W * * X7 it x it it t 1?4,11e#F, ru a s • 111 A IN • N I . * I I I 8 %,:4 14 19 \ 3 3 8 19 19 w • * a * Ze....nr 2 ev,a. Zwyrre -717.7-177. • • - • - • - • - ■ ■ • • • • - • • • • • F-strzr SCENARIO 124 SCHEMATIC DIAGRAM (RAN SCENARIO DRAWINGS INDEX (65MHz PCS RR1-1) SPRINT V2.4 - 0423.13 SCALE: N.T.S. ALCATEL•LUCENT 3530 TORINGDON WAY SUITE 300 CHARLOTTE, NC 26217 Sprint SPRINT HEADQUARTERS 6200 SPRINT FKLUY OVERLAND PARK, KS 66251 FULLERTON 9600 W. BRYN MAWR AVE., SUITE 200 ROSEMONT, ILLINOIS 600 18 TEL: 847-292-0200 FAX: 847-292-0206 FIRM LICENSE# PEF006084 www.FullertonEngineering.com CHECKED ST: APPROVED BY: AG MB 4: DATE DESCRIPTION 02/19113 WM REVIEW INT_ EB 04/22/13 PRELIMNART FINAL KC 05/03/13 FINAL KG SITE NAME ALAMOSA, SITE NO. AT03,AW051 SITE ADDRESS III BUTLER AVE. TYISEE ISLAND, GA 31328 SHEET NAME SHEET NUMBER C RFDS SHOWN PROVIDED BY SPRINT, DATED: 12/16/13 (CONTRACTOR SHALL COORDINATE ANTENNA INSTALLATION WITH FINAL SPRINT RI=DS) Market GA -SC Coast Cascade ID ATO3AW057 Split sector present 1900MHz_Azimuth SECTOR 1 SECTOR 2 SECTOR 3 NO NO NO 0 o' 0 o co I900MHz_No_of_Antennas 1900MHz_RADCenter(ft) 200 285 5 1 1 1 1900MHz_Antenna Make 135 135 135 1900MHz_Antenna Model RFS RFS RFS 1900MHz_Horizontal_Beamwidth 1900MHz_Vertical_Beamwid th 1900MHz_AntennaHeight (ft) 1900MHz_AntennaGain(dBd) 1900MHz_E_Tilt APXVSPP18 -C -A20 APXVSPP18 -C -A20 APXVSPP18 -C -A20 65 65 65 5.5 5.5 5.5 6 6 6 15.9 15.9 15.9 1900MHz _M_Tilt -6 -3 1900MHz _Carrier_Forecast_Year_2013 1900MHz_RRH Manufacturer 1900MHz_RRH Model 1900MHz_RRH Count 0 0 0 3 3 3 ALU ALU ALU RRH 1900 4X45 65MHz RRH 1900 4X45 65MHz RRH 1900 4X45 65MHz 1900MHz_RRH Location 1 1 1 1900MHz Combiner Model 1900MHz_Top_Jumper #1_Length (RRH or Combiner -to- Antenna for TT or Main Coax to Top of the Pole /Tower Top of the Pole /Tower Top of the Pole /Tower No Combiner Required No Combiner Required No Combiner Required 1900MHz_Top_Jumper #1_Cable_Model (RRH or Combiner -to- Antenna for TT or Main Coax 1900MHz_Top_Jumper #2_Length (RRH to Combiner for TT if applicable, ft) 10 10 10 LCF12 -50J LCF12 -50J LCF12 -50J 1900MHz_Top_Jumper #2_Cable_Model (RRH to Combiner for TT if applicable) 1900MHz_Main_Coax_Cable_Length (ft) 1900MHz_Mai n_Coax_Cable_Model N/A N/A N/A N/A N/A N/A 250 250 250 1900MHz_Bottom_Jumper #1_Length (Ground based RRH to Combiner -OR -Main Coax, ft) N/A N/A N/A 1900MHz_Bottom_Jumper #1_Cable_Model (Ground based RRH to Combiner -OR -Main Coax) 1900MHz_Bottom_Jumper #2_Length (Ground based - Combiner to Main Coax, ft) 1900MHz_Bottom_Jumper #2_Cable_Model (Ground based - Combiner to Main Coax) 800MHz_Azimuth N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 800MHz_No_of_Antennas 800MHz_RADCenter(ft) 800MHz_AntennaMake 200 285 5 FREQUENCY CODES (SEE LEGEND) GREEN GREEN YELLOW GREEN GREEN GREEN__ YELLOW GREEN GRE }" !_ YELLOW GREEN &BEE] YELLOW -GREEN GREEN YELLOW GREEN GREEN YELLOW GREEN GREEN YELLOW GREEN GREEN YELLOW GREEN GREEN YELLOW 'GREEN GREEN YELLOW \NiN„_" MARKING (NUMBER OF FIBER CABLES HYBRID RINGS EQUALS SECTOR NUMBER) POWER CABLES SECTOR MARKING (NUMBER OF RINGS EQUALS SECTOR NUMBER) z z in in in in V V FREQUENCY LEGEND Y/G 800 'OR 1900 '1 YEW 1900 e2 S Y/15 SPARE CABLE HYBRID CABLE WILL BE MARKED IN A SIMILAR MANNER AS COAX CABLES. THE MAIN 'TRUNK" OF THE HYBRID CABLE IS TO BE MARKED WITH THE SECTOR MARKINGS ONLY. THE INDIVIDUAL POWER PAIRS AND FIBER CABLES WILL BE LABELED WITH BOTH THE SECTOR CABLE MARKINGS AND FREQUENCY (EXAMPLE ABOVE IS FOR SECTOR 2) 0 0 0 135 135 135 800MHz_AntennaModel 800MHz_Horizontal_Beamwidth 800MHz_Vertical_Beamwidth 800MHz_AntennaHeight (ft) 800MHz_AntennaGain (dBd) 800MHz_E_Tilt RFS APXVSPP18 -C -A20 (Shared w/1900) 65 RFS APXVSPP18 -C -A20 (Shared w/1900) 65 RFS APXVSPP18 -C -A20 (Shared w/1900) 65 11.5 11.5 11.5 6 6 6 13.4 13.4 13.4 800MHz M Tilt -8 -2 800MHz_RRH Manufacturer 800MHz_RRH Model 800MHz_RRH Count 0 0 0 ALU ALU ALU 800 MHz RRH 2x50W 800 MHz RRH 2x50W 800 MHz RRH 2x50W 800MHz_RRH Location 1 1 1 800_Top_Jumper #1_Length (RRH to Antenna for TT or Main Coax to Antenna for GM) Top of the Pole /Tower Top of the Pole /Tower Top of the Pole /Tower 800_Top_Jumper_Cable_Model (RRH to Antenna for TT or Main Coax to Antenna for GM) 800MHz_Main_Coax_Cable_Length (ft) 800MHz_Mai n_C oax_C a b le_Model 10 10 10 LCF12 -50J LCF12 -50J LCF12 -50J Shared w/ 1900 Shared w/ 1900 Shared w/ 1900 800_Bottom_Jumper #1_Length (Ground based RRH to Main Coax) N/A N/A N/A 800_Bottom_Jumper #1_Cable_Model (Ground based RRH to Main Coax) Plumbing Scenario * N/A N/A N/A N/A N/A N/A * If plumbing scenario does not match the material received, please contact your Construction Manager TT6 coax With 800 with LTE 124 124 124 a E E 0 12/16/2012 ADS SCALE: N.T.S. COLOR COD INCA SCALE: N.T.S. I 2 NOTE: ALL CABLE CONNECTIONS SHALL BE WEATHERPROOFED PER MANUFACTURER'S RECOMMENDATIONS AND SPRINT SPECFICATIONS POUTER CABLE (PAIR) WITH AN INTERNAL JACKET (PE/UV) OPTICAL CABLE (QUAD) WITH AN INTERNAL JACKET (PE/UV) OPTICAL CABLE (PAIR) WITH AN INTERNAL JACKET (PE/UV) FIBER OPTIC PROPERTIES• QUANTITY 6, FIBER COUNT (4 PAIRS, I QUAD) DG POLFR CABLE PROPERTIES• QUANTITY 8, WIRE COUNT (4 PAIRS) I-4 BRII=LEX CABLE DETAIL SCALE: N.T.S. PCTEL GPS ANTENNA MODEL' GPS- 11G- HR -26NCM CERTIFIED TO ACATEL - LUCENT AS MODEL' KS -24019 LI12D I" TO IA5 "♦ SCH. 40 STAINLESS STEEL OR GALV. PIPE PIPE CAP PIPE TO PIPE CLAMP (TYP ) PIPE TO PIPE CLAMP (TYP.) SUPPORT PIPE 2 E MINIMUM OF 15% OR 210' IN ANY DIRECTION BE BELOW 15' OBSTRUCTIONS MUST, -- CAPS MINIMUM SKY VIEW REQUIREMENTS NOTES: I. THE ELEVATION AND LOCATION OF THE GPS ANTENNA SHALL SE IN ACCORDANCE WITH THE FINAL RF REPORT. 2. THE GPS ANTENNA MOUNT IS DESIGNED TO FASTEN TO A STANDARD 1 -1/4" OD. SCHEDULE 40, GALVANIZED STEEL OR STAINLESS STEEL PIPE. THE PIPE MUST NOT BE THREADED AT THE ANTENNA MOUNT END. THE PIPE SHALL BE CUT TO THE REQUIRED LENGTH (MINIMUM OF 18 INCHES) USING A HAND OR ROTARY PIPE CUTTER TO ASSURE A SMOOTH AND PERPENDICULAR CUT. A HACK SAW SHALL NOT BE USED. THE CUT PIPE END SHALL BE DEBURRED AND SMOOTH N ORDER TO SEAL AGAINST THE NEOPRENE GASKET ATTACHED TO THE ANTENNA MOUNT. 3. IT IS CRITICAL THAT THE GPS ANTENNA IS MOUNTED SUCH THAT IT IS WITHIN 2 DEGREES OF VERTICAL AND THE BASE OF THE ANTENNA IS WITHIN 2 DEGREES OF LEVEL. 4. DO NOT SWEEP TEST GPS ANTENNA GPS ANTENNA DETAILS SCALE: N.T.S. 4 ALCATEIAUCENT 0 3530 TORIN0DON WAY SUITE 300 CHARLOTTE, NC 28271 Sprint SPRINT HEADQUARTERS 6200 SPRINT PKWY OVERLAND PARK, KS 66251 FU LLETN a P , t 'd E. i= 4 '3 0 1-, i _ N 9600 W. BRYN MAWR AVE., SUITE 200 ROSEMONT, ILLINOIS 60018 TEL: 847-292-0200 FAX: 847- 292 -0206 FIRM LICENSE# PEF006084 www.FullertonEngineering.com CHECKED BY. AG APPROVED BY: MB # DATE DE3CRIFTION INT. 02/19/13 90% REVIEW ES 04/22/13 PRELIMINARY FINAL KC 05/03/13 FINAL KC Il o Y 1STe,6 • �-- 3/2013 SITE NAME ALAI-105A SITE NO. ATO3AUJOSI SITE ADDRESS III BUTLER AVE. TYBEE ISLAND, GA 31328 SHEET NAME RF AND CABLE DETAILS SHEET NUMBER C & . -, r NOTCH - 11' --=—. ._ •= — PLAN VIEW Sprint I woo,:1 , ill - FILTER 4: m •i' y 11.10" y 10.10" y ��IJJJ \ I SPRINT HEADQUARTERS it — i —i' • 6200 SPRINT PKWY I `/ (I) 800 ! —�- 1 j• •i i OVERLAND PARK, KS 66251 i _ 1 MHz RRH 111.9" ;jp ANTENNA j' i_ Q .. FULLERTON ALL SECTORS III RRH MOUNTING FRONT VIEW SIDE VIEW BRACKET (TYP.) 11B" B B DIMENSIONS (UbcDx1.1) IIB" x 9.16" x 15.14" / f 9 WEIGHT 50k Ibs 9600 W. BRYN MAWR AVE, SUITE 200 (1) 1900 MHz ' ROSEMONT, ILLINOIS 60018 R UNIT M RH B PLAN VIEW FRONT VIEW I_, \ v e r, - TEL: UCENSE# \ FIRM LINSE# PEF006084 www.FullertonEngineering.com FRONT VIEW SIDE VIEW ® 11 l CHECKED BY AG RFS APXVSPPIB -C -A20 ANTENNA v DIMENSIONS (ub�DxH) 10.10" x11.10" x 2501" MB TRIPLE BAND DUAL POLARIZED " \ \ ■ 1 \ I } I0 "� 60 lb* APPROVED BY: 3/8 THK. STEEL PLATE s 10" s 43 / j' # DATE DESCRIPTION MT. FREQUENCY RANGE 806 -865 MHz LOVER STANDOFF L/8 THK STEEL PLATE LOVER STANDOFF :! i= PLAN y19L 02/19/13 90% REVIEW ES 1850 -1995 MHz SEE DETAILS SEE DETAILS 04/21/13 PRELIMINARY FINAL KC ANTENNA W/O MOUNTING HARDWARE 51 lb EXISTING FACE OF 05/03/13 FNAL KC MOUNTING HARDWARE 1.5 lb EXISTING FACE OF WATER TANK DIMENSIONS (WxDXH) 10.0" x 43" x 8.9" TOTAL WEIGHT 645 lb WATER TANK WEIGHT 9.45 lb. ANTENNA 0 SCALE: N.T.S. j RRH MOUNTING DETAIL SCALE: N.T.S. 2 MOUNTIN SCALE: N.T.S. 3 800 MHz RRH SCALE: N.T.S. �. 1900 MHz RRI-4 SCALE: N.T.S. 5 %0 R Q ANTENNA SPECS MOUNTING DETAIL 3/8" R/L STEEL PLATE -,�(� , \i� �j T 117E / UPPER/LOILER STANDOFF ��{ Lam'�IF�,i 7 3/8" TI-K. STEEL PAD fi r atn� ,a �. • ; ozs7 PLATE 3/8" TI-K. STEEL PLATE qtr e3144:4110 � i Or I' -0" UPPER/LOWER STANDOFF {�(1S � +�1($� fl ` : 8 A4 -m" �,� ®\ ��aidS .%/ EXISTING FACE�1�$� E�¢ ! OF WATER TANK 3/16 03/2013 SITE NAME r MI �� a u��P- = gA'w , Cr r.- Moox -C«iC r ,1�c s ALAMOSA 1,44d- IgSisi i 0 -t cc0;x3, 1... c;c. SITE NO. C l∎Tcr-Ar-TC 2- \.s 7'4, r--Y i -E ATm3AW051 2 3/8" XS GALV. 4 3/8" TI-K. STEEL I 1 hISTA-U.4.:11i)/■1 ., STEEL PIPE 116. ' PAD PLATE SITE ADDRESS (6' -0" LONG) 3/16 I 2 3/8" XS GALV. III SUTLER AVE. STEEL PIPE 3/16 I (6' -0" LONG) Tl BEE ISLAND, GA 31328 SHEET NAME SECTION A -A SECTION B -B ANTENNA AND RADIO SPECS SHEET NUMBER ANTENNA /RRH MOUNT CONNECTION DETAIL SCALE: N.T.S. 6 NOT USED SCALE: N.T.S. T NOT USED SCALE: N.T.S. 8 NOT USED SCALE: N.T.S. 9 C — 1 3/8" THK STEEL P 3/8" THK STEEL PLATE 1 11B0" C UPPER STANDOFF _ PLATE 3 _ A .% I PLAN v Ill 8 _ - - 3 -3/8 " -3/8 i P '= =ijnmjmjnmIIII IIBO" 5.16" 1 10.10" 235" 2620" O I 0 % j REAR NOTES: k ALCATEL•LUCENT il 3530 TORINGDON WAY SUITE NC CHARLOTTE, NC 2821 • JUNCT 1 ION BOX SHALL SITE • B NEMA 3R RATED JUNCTION Box • \ EXISTING POST I2 "x8 "x1/2" STEEL PLATE W/(4) 5/8" ♦ HILTI KWIK BOLT 3 EXPANSION ANCHORS WA1IN. 4" EMBEDMENT V -8" W PIPE -TO- PIPE MOUNT (TYP. OF 2) NEW GPS ANTENNA 235" 0 n 3'-1 VI6 " I I 7 2' -6" 1� NEW I/2 "� U -BOLL (TYP. OF 4) ". "r' �', J•• Sprint I SPRINT HEADQUARTERS 6200 SPRINT PKWY , OVERLAND PARK, KS 66251 NEW I/2 BOLT ir.9 (TYP. OF 4) = ILi_ i! • ' NEW UNISTRUT (GALV P1000 (TYP. OF 2) �• NEW UNIBTRUT 3150" 1/ t (GALV) P5000 (TYP. OF 2) (BELOW) I I \ PLAN "' \ L 1/2 "♦ DRILL HOLES (TYP OF 4) DRILL PATTERN \ �+ NEW SCH. 40 GAO/. T \ \ F LLE T N 9600 W. BRYN MAWR AVE., SUITE 200 ROSEMONT, ILLINOIS 60018 TEL: 847- 292 0200 FAX: 847- 292 -0206 FIRM LICENSE# PEF006084 www.FullertonEngineering.com 3150" ,(, \ \ = h ,..1/4___ E r —� — �- \ 8 m - / OR STAINLESS A, N. 1/ STEEL PIPE _ _11 NEW PIPE -TO -PIPE MOUNT (TYP. OF 2) I'? ISOMETRIC VIEW EXISTING POST NEW PIPE-TO-PIPE MOUNT (TYP. . OF OF 2) 2) ``' CHECKED BY AG APPROVED BY: MB / r 300" / 31.00" DATE DESCRIPTION INT. 02/19/13 9011 REVIEW EB I l 6 ` 1 "� ' I' -0 3/1611 3 "• STD. SCI-I. 40 t °'U ? 04/22/13 FRELIMNARY FINAL KG ' 05/03/13 FINAL KG \ \ \ / TOP VIEW FRONT VIEW GALV. STEEL I F'OST WITH GAP - a `n 4:1034E1 (TYP. OF 2) '- _ NEW (GALv.) P1000 (TYP. OF 2) NEW I/2 ". U -BOLT S in Z k Q " / 1. L — � / / p \ m m \ 4 9 \ G �4ST�fijc� ! 9 A ,'^p " :." , , , 00 00 O O� _ -. ICI (3) \ CABLES m I -1/4 "♦ HYBRIFLEX TO ANTENNAS (I PER SEGTOI� Ili �O • 6 e G • I'e, � l2) NEW UNISTRUT P5000 • • • �� ,� (��. �l ' V _ ,3/2013 _ 9 NJ \ _ v % SUPPORT OR (2) W CONDUIT /CABLE _ (UNISTRUT P1425 - APPROVED EQUAL) (TYP. OF 5) 1 "• CONDUIT '0 .'�'. i:: OE _ - .i/.�r.1 MK �� = 0 COVER PLATE\ I" CONDUIT FOR TI 1 USER ALARM - QTY 2, GABLE GLAND FOR BACKHAUL - QTY. a COVER PLATE FOR 1 -1/2" CONDUITS FROM JUNCTION B OX - iI■ . fix SITE NAME ALAMOS,4 MUD EXISTING— CONCRETE PAD SIDE 01 TO ((1) -1/2 CONTINUE TO FIBER, R, (1) PO 1 F1BER (u POWER) — i : I i \ al v FRIGHT SIDE A TOP VIEW 1-1/2" CONDUIT HOLE FOR AC (/��J�/�)�'J \/ 12 "x8 W/ (4) BOLT ANCHORS "x1/2" STEEL PLATE 5/8" 4, HILTI KWIK 3 EXPANSION W/MIN. 4" FRONT EXISTING CONCRETE PAD SITE NO. ,4Tm3AUJ,a5�i ANDREW MODEL" Cp0EGv2 4;?' 1'_011 EMBEDMENT SITE ADDRESS III BUTLER AVE. TYBEE ISLAND, GA 31328 2= 811 2= 31.90" Jr 21.50" 3 "♦ SCH. 40 GALV. TMf' • STEEL POST (TYP. OF 2) 3/16 I ; / I_.EFT SIDE RIGHT SIDE SHEET NAME EQUIPMENT SPECS �. ° • ® " " NEW 12'x8 x1/1 a ALGATEL LUCENT MODEL" 9927 MMBTS CABINET ® � PLATE EXISTING CONCRETE Fin; DIMENSIONS: (Dx14xW) 30" x 60" x 31" WEIGHT: 1625 LISS (WITH BATTERIES) `3/161 TYP. PAD DIMENSIONS: (Dx14xW) 38.10" x 63.5" x 31.50" LIGHT: 1162 LBO (WITH BATTERIES) (4) 5/8" ♦HILTI KWIK BOLT SECTION A 3 EXPANSION ANCHORS SECTION B WANM.4 EMBEDMENT SHEET NUMBER 0 — Q v SCALE: 3/4" = I' -0" SCALE: 3/4" = I' -0" MMBTS CABINET SCALE: 1/4" = 1' -0" 1 BATTERY BACK UP OUTDOOR CABINET SCALE: 1/4" = 1' -0" 2 JUNCTION SOX MOUNTING DETAILS SCALE: 1/4" = 1' -0" 3 I:L PADLOCK MOUNT 0 rn 334" / FRONT VIEW 7r TOP VIEW SIDE VIEW FRONT VIEW WITI -I DOOR REMOVED TO SHOW DETAIL 15.1" 6' 00000 MECHANICAL GROUND LUG BOTTOM VIEW TO TOILER TO GROUND RNG FRONT VIEW WITH DOOR REMOVED TO SHOW DETAIL DISTRIBUTION BOX IS KITTED WITH 50' OF 1 -1/1" LIQUID - TIGHT CONDUIT AND CONNECTORS. THIS SHOULD BE- • SPLIT IN HALF (25') • TERMINATED TO THE DISTRIBUTION SOX AS SHOWN • RAN TO AND COILED AS CLOSE TO WHERE THE CARNET IS CsOING TO BE MOUNTED AS POSSIBLE DISTRIBUTION BOX IS KITTED WITH 2AWG, POWER CABLE 35' X 2 EACH. RUNS RED AND 2 EACH. RUNS BLACK. THIS SHOULD BE COILED AND LEFT INSIDE DISTRIBUTION BOX. INSTALLATION TEAM WILL TERMINATE LIQUID - TIGHT, RUN THE FIBER - JUMPERS AND POWER CABLES FROM MMSTS CABINET TO DISTRIBUTION SOX. DISTRIBUTION BOX DETAIL Sector and Cable Color Code requ:ency Oskar Code (Spn. tfSCenario Specific) RFS CoiorCOde Croup A Power Croup A .1.19 Returns -- S?accok I I _III I. mi Lt.v `=1 I1 1111Fili :1 EIIit tlIElli :1I.II "11i I1I I :.0 ii: ::IUP IIii E'111M0117tIi ; EI�IIH 111IIi *313• r 3313 "a 1E11111E111 II2 11111 .Ills .;— PAAO 13111INIS 11111111E■ 1E1E0E111 — 11E13•3 ILIMB 11i CEN/1111.11.ali IE, =11f11•^ Ili._ 1EI�II1111I i cil 'MEN SCALE: N.T.S. Crou pA Power input from 8T5 Ctheiet ,satcery and Return) C B P • from: BTSiabinet ( Battery and Return) Group B Returns Group 8 Power ZTUQ"e -) ST 4£RE) MII —:0 DISTRIBUTION BOX INSTALL SCALE: N.T.S. COMPLETE VIEW Sector and Cable Color Code frequency Color Cade (Sprint/ Scenario specific) lint-Fiber Pair t -(Ft) leFit4lber Pair 2 {F2) ftrit -7 Pair 3 -(F3) HFit -Film. Pair 4 {F4) rwFtt -Tiber Per 5-(1,5) #tF21-Fiber -Pair t {F+) HrzeRber Pair 2 {F2) It Fat -Mel' Pair 34 9) HF2t-F0aer Pair 1-(r4) HFs,-Fiber Pair 5-(9) HF)t -Fiber Pair i-(Ft) HF3t -Fiber Paw 2-0,2) BP3 -Fiber Pair 3 {F3) 8F3 t -Fiber Pair 4-(F4) HF3t -Fiber Pair 5 {F5) RFS Color Code 2 NOTES F�clr sector has separate Hybrinex cable . Hybriflex cable naming as follows: SCALE: N.T.S. ALPHA — HFrI BETA- HFit GAMMA- HF31 ALCATEL•LUCENT 3530 TORINCsDON WAY SUITE 300 CHARLOTTE, NC 28211 Sprint SPRINT HEADQUARTERS 6200 SPRINT PKWY OVERLAND PARK, KS 66251 FULLERTON N F F R N C -DES 1 G N 9600 W. BRYN MAWR AVE., SUITE 200 ROSEMONT, ILLINOIS 60018 TEL 847 - 292 -0200 FAX: 847-292-0206 FIRM UCENSE# PEF006084 www.FullertonEngineering.com CHECKED BY. AG APPROVED BY: MB 4* DATE DESCRIPTION 02/I9/13 90% REVIEW NT. 04/22/13 PRELIMINARY FINAL KG 05/03/13 FINAL KG 3 CI tri 9 2 6 J a a IS Ezr r MEZIom LEILIZEI Upper Block Y4T 53£} *alra MIS tea* 4110: Peat REAR of Distribution Box FIBER CONNECTION DETAIL SCALE: I/4" = I' -O" 4 DC CONNECTION DETAIL SCALE: N.T.S. 5 SITE NAME ALA" IOSA SITE NO AT034W051 SITE ADDRESS III SUTLER AVE. TYBEE ISLAND, GA 31328 SHEET NAME JUNCTION SOX SPECS SHEET NUMBER C -SA 9 w ZS W 2 9 3 NOT USED SCALE: N.T.S. SECTION FOR USE SECTION FOR USE UNDER UNDER GRASS OR PAVEMENT OR VEHICLE BARE GROUND AREAS TRAFFIC ALAS RESTORE SURFACE COURSE AND BASE COURSE MATERIAL ORIGINAL CONDITION NATIVE SOIL, COMPACTED AS REQUIRED TO PREVENT SETTLEMENT GRAVEL COMPACT TO 90% STANDARD PROCTOR MAXIMUM DRY DENSITY ASTM (D -698) 12" WIDE UTILITY WARNING TAPE ENTIRE LENGTH OF TRENCH NOTES: I. CONTRACTOR TO VERIFY LOCAL UTILITY REQUIREMENTS FOR DEPTH, SIZE 1 SEPARATION OF CONDUITS PRIOR TO INSTALLATION. NOTIFY CONSTRUCTION MANAGER IMMEDIATELY OF ANY DISCREPANCIES. 2. CONTRACTOR TO CALL GEORGIA 811, 12 I-IRS PRIOR TO EXCAVATING FOR UNDERGROUND UTILITY LOCATIONS. LOCATION SURROUNDING EXCAVATED AREA MUST BE PRIVATELY LOCATED FOR NON - PUBLIC UTILITIES. �,..teefow. C eam a yousft ELECTRIC COMPANY: SCE 4G TRENCH DETAIL SCALE: N.T.S. 2 (1) NEW 2 "♦ CONDUIT FOR FIBER SERVICE FROM NEW VAULT TO EXISTING SPRINT TELCO BOX (APPROX. LENGTH • 155't) (1) NEW I -I/4 "0 CONDUIT FOR FIBER SERVICE FROM NEW CIENA SWITCH TO NEW CABINET (APPROX. LENGTH • 10'4) (I) NEW 1 -1/4" CONDUIT FOR CIENA POUTER W/(2) •4 4 (I) 74 FOR GND FROM NEW MMBTS TO NEW CIENA SWITCH ( APPROX. LENGTH • 10'±) EXISTING 100A PPC NEW 9921 MMBTS CABINET t�L=� (I) NEW 1 -I/44 CONDUIT FOR FIBER " / SERVICE FROM EXISTING TELCO BOX TO NEW CIENA SWITCH (APPROX. LENGTH • 10'4) (2) NEW 1 -Ii2 "♦ METALLIC LIQUIDTIGHT FLEXIBLE CONDUITS ((I) POWER 4 (1) FIBER) WITH PULL STRINGS FROM NEW MMBTS CABINET TO NEW JUNCTION BOX ROUTED ABOVE GRADE ( APPROX. LENGTH • 10'4) NEW CIENA SERVICE DELIVERY SWITCH ON NEW H- FRAME SEE E -2 FOR DETAILS NEW PHOENIX CONTACT NEMA 3R JUNCTION BOX ON NEW H -FRAME ATTACHED TO EXISTING POST SEE C -8 FOR DETAILS NEW CABLES ROUTED ON EXISTING CABLE TRAY TO (MODIFY AS REQUIRED) SEE C -6 FOR QUANTITY AND DETAILS. (1) SHOWN FOR CLARITY NEW BATTERY CABINET (I) NEW 2 "♦ CONDUIT FOR ELECTRIC SERVICE FROM EXISTING PPC TO NEW MMBTS CABINET (APPROX. LENGTH • 10't) (I) NEW MMBTS EQUIPMENT CABINET, (1) NEW BATTERY 4 (1) FUTURE BATTERY CABINETS (2) NEW 2" • CONDUITS W/DC CABLES (TYP.) FUTURE BATTERY CABINET O. 1 EXISTING UTILITY H -FRAME EXISTING CABLE TRAY EXISTING UNDERGROUND CABLE PORT `` ot 91N 8 ;10 orASI 111e N a VeGti iC God 0rn Staee e G04.3 � .r,en �! G 0 I' 2' 4' ENLARGED UTILITY PLAN SCALE: 1/4" = I' -0" 3 ALCATEL "LUCENT 0 3530 TORINGDON WAY SUITE 300 CHARLOTTE, NG 25211 Sprint SPRINT HEADQUARTERS 6200 SPRINT PKWY OVERLAND PARK, KS 66251 FULLERTON E 9600 W. BRYN MAWR AVE., SUITE 200 ROSEMONT, ILLINOIS 60018 TEL: 847 - 292 -0200 FAX: 847- 292 -0206 FIRM LICENSE# PEF006084 www.FullertonEngineering.com CHECKED BY I AG APPROVED BY: MB DATE 02/19/13 04/22/13 DESCRIPTION INT. 90% REVIEW ES F 1 I1NART FINAL KC 05/03/13 FINAL KC SITE NAME ALAMOSA SITE NO. ATm3AW051 SITE ADDRESS III BUTLER AVE. TYBEE ISLAND, GA 31328 SHEET NAME UT IL ITY FLAN AND DETAILS SHEET NUMBER E-1 NEW CIENA SWITCH NEW I I/4 "♦ CONDUIT FOR FIBER POWER NEW 11/4" 4 PVC/RGS CONDUIT W/ PULLSTRING FOR FIBER (2) NEW 2 "♦ METALLIC LIQUIDTIGHT FLEXIBLE CONDUITS ((I) POUJER 4 (1) FIBER) WITH PULL STRINGS NEW 11/4 "0 PVC/RGS CONDUIT W/ PULLSTRING FOR FIBER FROM EXISTING TELCO TO NEW CIENA SWITI -ICH JUNCTION NEW MMBTS CABINET NEW BATTERY CABINET (2) NEW 2 "♦ CONDUITS WITH DC CABLES FURNISHED AND INSTALLED BY LUCENT INSTALLATIONS NEW 2" 4 CONDUIT W /(3) �3 ALL 4 (1) 18 FOR GND NEW VAULT NEW 2 "♦ PVC/i f-sS CONDUIT W/ PULLSTRING FOR FIBER TO FIBER MEET POINT (I) NEW 2"4, PVC/RG/3 CONDUIT W/ PULLSTRING FOR FIBER FROM NEW VAULT TO EXISTING SPRINT TELCO BOX FUTURE BATTERY CABINET I. POWER TELCO NEW 100A 2P CB FOR NEW EQUIPMENT IN EXISTING DISTRIBUTION PANEL NOTES: I. NEW 100A 2P CB FOR NEW EQUIPMENT IN EXISTING PANEL, LABEL "MMBTS" 2. I00A 2P CB FOR EXISTING CABINET TO BE ABANDONED 4 LABELED "SPARE" UPON DECOMMISSIONING OF EXISTING EQUIPMENT EXISTING PANEL MAIN CB VOLTAGE PHASE WIRE 100A 120/20aV 3 ONE LINE RISER DIAGRAM SCALE: N.T.S. COAX CABLE WEATHERPROOFING KITS GROUNDING STRAP KITS SCREW ON LUG ATTACHED TO GROUNDING WIRE GROUND WIRE NOTES: • CONTRACTOR TO USE TINNED COPPER GROUND KIT • DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR • THIS DETAIL IS TYPICAL FOR EACH CABLE WHERE IT IS SPECIFIED TO BE GROUNDED PRODUCT INFORMATION: TRADE ASSOCIATES, NC. 6.324 S. 199th PLACE, SUITE 101 KENT, WA 98032 PH: 253-854 -0090 FAX 253 - 852 -6452 EMAIL: orderdee*. •dura- blockcom WEB: www .dura- blockeom I"♦ CONDUIT 2 "1 CONDUIT COOPER B -LNE PIPE CLAMPS B2031 AND 82029 NEW COOPER B -LINE "DURA -BLOK" MODEL DB10 PARTS 182051 49912 -NV' 4 1%, I - PRE- INSTALLED / HIGH VISIBILITY REFLECTIVE STRIP PRE- INSTALLED I" UNISTRUT NOTE: COOPER B -LNE "DURA -BLOK" HAS A FIRE RATING OF ASTMD513 NEW P1000 UNISTRUT (12" LONG) (TYP.) NEW CONDUIT MAXIMUM SPACING 10' REMARKS BREAKER LOADS PER PHASE LOADS PER PHASE BREAKER n 0 W 0 a I- 0 ct Q B 4 B I 0 0 N fL W REMARKS POWER CAB FEEDER 2 100 NEW MMBTS 2 100 SPACE CABINET FAN LOAD LOAD/PHASE (VA) 12 1 10 1 100 2 60 2 6 AC SURGE PROTECTOR 3 100 4 4800 100 6 100 2 3 SUB PANEL 9 11 400 200 100 4800 5000 600 200 TOTAL LOAD x 130% (VA) 13180 CONDUIT COUPLING STRAPPED TO UNISTRUT ANCHOR TO PAD T /SLAB (2) NEW % "♦ HILT! KWIK BOLT III EXPNABION ANCHOR W/ 1 -5/8" MIN. EMBED. EXISTING SLAB TOTAL AMPS • 240 (A) 51.42 8 10 12 15 12 GFI RECEPTACLE SPACE ALCATEL *LUCENT 3530 TORINGDON WAY SUITE 300 CHARLOTTE, NC 28217 Sprint SPRINT HEADQUARTERS 6200 SPRINT PKWY OVERLAND PARK, KS 66251 FU LLE T N - _fd i N; -FR i ±.ir s'3E I: N 9600 W. BRYN MAWR AVE., SUITE 200 ROSEMONT, ILLINOIS 60018 TEL: 847-292-0200 FAX: 847-292-0206 FIRM UCENSE# PEF006084 www.FullertonEngineering.com CHECKED BY 1 AG APPROVED ST: MB DATE DESCRIPTION INT. 02/19/13 90% REVIEW El3 04/22/13 PRELIMINARY FINAL KC 05/03/13 FINAL KC GROUND KIT DETAIL SCALE: N.T.S. 2 CONDUIT SUPPORT DETAILS SCALE: N.T.S. 3 pISTRIBUTION PANEL SCALE: N.T.S. 4 3/2013 SITE NAME ALAMOSA SITE NO. 4T03,4W051 SITE ADDRESS III BUTLER AVE. TYBEE ISLAND, GA 31328 SHEET NAME UTILITY DETAILS SHEET NUMBER E -2 14I5 DRAWING 15 THE PROPERTY OF RJLLERTON ENGINEERING CONSULTANTS, INC. IT SERVICE EQUIPMENT NOTES: NOTE: MNI11l1 CF 3 TI I�ADB TO BE I. ALL ELECTRICAL EQUIPMENT SHALL BE LABELED WITH PERMANENT ENGRAVED PLASTIC LABELS. 2. PATCH, REPAIR AND PANT ANY AREA THAT HAS BEEN DAMAGED IN THE COURSE OF THE ELECTRICAL WORK CONDUCTOR NOTES: STAINLESS STEEL MOUNTING Y' BRACKETS (TYPICAL) * FROM 2 HOLE, LONG VISIBLE (TYPE ANTENNA CABLE BARREL S/9 PUT (TYPE LONG BARREL COMPRESSION GROUND KIT LUGS WITH (2) TWO 5/16" BOLTS TIMED S/8 SPLIT CO RLULUIGD AND LOCK WASHERS (TYPICAL) (TYPO WASHER (TYPE WS FLAT 1. ALL CONDUCTORS SHALL BE COPPER 2. ALL WIRING SHALL BE COPPER WITH THHN/THWN DUAL RATED 600 VOLTS INSULATION 3. GROUNDING CONDUCTORS SHALL BE SOLID TINNED COPPER UNLESS OTHERWISE NOTED. CONDUIT NOTES: WIN CRODG KITS (TYPICAL) FOR (12) TWELVE WITH (2) TWO 5/16" BOLTS AND LOCK WASHERS (TYPICAL) "x20 "x' I ' I „ I I I I I , WtA°� ER (TYP.) i ■ %_ ��- 4 /4" COPPER INSULATED GROUND BAR (HARDER GRIT 14420 VW) -��- I 02/19/13 I ,e. ,t`.i.� I. RIGID GALVANIZED STEEL (RCS) CONDUIT SHALL BE USED FOR EXTERIOR LOCATIONS ABOVE GROUND, UNDER CONCRETE SLABS, AND N UNFINISHED INTERIOR LOCATIONS. RIGID CONDUIT BE STEEL, COATED WITH ZINC EXTEIOR AND NTEIOR BY THE HOT DIP GALVANIZI POCESS. CDUIT SHALL BE PRODUCED TD ANI SPECIFICATIS 680.1, FEEAL SPECIFICATION WW -C -581 AND SHALL BE LISTED WITH THE UNDERWRITERS' LABORATORIES. 2. EXTERIOR UNDERGROUND CONDUIT AND CONDUIT IN CONCRETE SHALL BE POLYVINYL CHLORIDE (PVC) SCHEDULE 40. JOINTS SHALL BE BELLED, AND FLUSH SOLVENT WELDED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 3. UNDERGROUND ELBOW, SWEEPS, AND TRANSITIONS TO ABOVE GROUND SHALL BE SCHEDULE S0 PVC OR SCHEDULE 40 GALVANIZED. 4. EMT SHALL BE USED ONLY FOR INTERIOR RUNS AND SHALL HAVE COMPRESSION TYPE FITTINGS 5. METALIC SEALTITE FLEXIBLE CONDUIT MAY BE USED WHERE CODE PERMITS. ALL CONDUIT SHALL HAVE FULL SIZE EQUIPMENT GROUND WIRE 6. FOR FLEXIBLE LIQUID TIGHT CONDUIT PROVIDE GLAND TYPE COMPRESSION FITTINGS. SET SCREW OR QUICK - CONNECT FITTINGS SHALL NOT BE ACCEPTABLE. C 1. CONDUITS SHALL BE RIGIDLY CLAMPED TO BOXES BY GALVANIZED MALLEABLE IRON BUSHING ON INSIDE AND GALVANIZED MALLEABLE IRON LOCKNUT ON OUTSIDE AND INSIDE. S. SERVICE CONDUITS SHALL HAVE NO MORE THAN (3) - 90' BENDS IN ANT SINGLE RUN. THE CONTRACTOR SHALL PROVIDE PULL BOXES AS NEEDED WHERE CONDUIT REQUIREMENTS EXCEED THESE CONDITIONS S. ALL COAX, POWER AND TELEPHONE SYSTEM CONDUITS SHALL HAVE A MINIMUM 24" RADIUS SWEEPS TO EQUIPMENT, PULL BOXES, ETC., UNLESS OTHERWISE NOTED, OR AS REQUIRED BY UTILITY COMPANIES CABLE GROUNDING NOTES: 04/22/13 1 O - 05/03/13 WS FLAT o I I I I ' ' 1111 M'' o p;; •HALL -o_ O MT WASFR (TPE S/5 (TYP, 10410 M • M ' M M 0297 i Q. - -. X3/2013 SITE NAME o o OO v AT03AW051 SITE ADDRESS III BUTLER AVE. �� CRRTT BATOR ' , AND NOTES SHEET NUMBER 3 !: I TN COATED SOLID BUSS BAR PER �U 20" Ll \ I TNND FINAL ,1, NOTES: SPRINT SPECIFICATIONS r2 AWG SOLID CONDUCTOR 10.0' WELDED TO EXTERIOR TOTAL). SUPPLY CONTRACTOR CONNECTION) TO RING BY ELECTRICAL *TWO HOLE LUG, OR COPPER GROUND 1. ALL HARDWARE 18 -8 STAINLESS STEEL INCLUDING EXOTHERMIC WELD BARE COPPER BAR ON WALL. ICE SPLIT WASHERS. LONG EXOTHERMICALLY TO BE USED WITH •2 BRIDGE, FLOOR OR 2. COAT WIRE END WITH ANTI - OXIDATION COMPOUND HALO GROUND (2 AWG BCW TO ON ANTENNA TOILER PRIOR TO INSERTION INTO LUG BARREL AND AND INSTALL BY ANTENNA BUILDING SERVICE CRIMPING. CONNECTION (EXOTHERMIC GROUND OR GROUND 3. APPLY ANTI - OXIDATION COMPOUND BETWEEN ALL EXTERIOR HALO GROUND RING LUGS AND BUSS BARS PRIOR TO MATING AND CONTRACTOR BOLTING. TYPICAL GROUNDING DETAILS SCALE. N.T.S. 2 NOTE: BARS 514ALL GROUND RING OR GROUND BARS n 02 AM SOLID ALL NEW GROUND BE TIED TO (E) BONDED TO (E) ANEW n I '• U -r m TINNED COPPER GND WIRE (TYP.) STRANDED INSULATED COPPER GND WIRE (TYP.) • MECHANICAL • EXOTHERMIC CONNECTION CONNECTION PIPE MOUNTING (rrp R I. CONTRACTOR SHALL CONNECT GROUND KITS TO THE EXISTING GROUND BARS AT THE TOP AND BASE OF TOWER 2. CONTRACTOR SHALL COPAIEGT CROWD KITS TO THE NEW GROUND BAR BEFORE ENTRY TO CABINET 3. NO SACK TO BACK LUGGING OF SPRINT GROUNDS GENERAL GROUNDING NOTES: ANTENNA (TYPJ GPS ANTENNA tom' _ —__ —__ - -' -- - - - - - -- Y 1 __— __—__ . _ I. VERTICAL DROPS SHALL BE 20' -0" OF •2 AWl'a SOLID TINNED COPPER WIRE. CADWELD TO GROUND BAR Z. ALL BENDS MINIMUM 8" RADIUS. 3. APPLY ANTI- OXIDATION COMPOUND TO ALL CONNECTIONS. 4. BARE COPPER CONDUCTORS SHALL NOT BE IN CONTACT WITH ANY DISSIMILIAR MATERIAL. PLACE ON STANDOFFS, IF NECESSARY TO ALLOW FOR PROPER INSTALLATION. 5. SHARP BENDS IN GROUNDING CONDUCTORS SHALL SE AVOIDED. SO' BENDS SHALL NOT SE USED. 6. ALL GROUNDING CONDUCTORS SHALL BE KEPT AS SHORT AS POSSIBLE. THE SHORTEST PRACTICAL ROUTE SHALL BE CHOSEN WITH THE LEAST AMOUNT OF SENDS AND SPLICES. USE THIS RULE AT ALL TIMES. 1. ALL CONNECTIONS TO GROUND BARS SHALL SE WITH A 2 -HOLE LONG BARREL LUG UNLESS OTHERWISE SPECIFIED, WITH 3/8" STAINLESS STEEL HARDWARE. S. WHEN GROUNDING MORE THAN ONE PIECE OF EQUIPMENT, DO NOT USE THE EQUIPMENT AS A GROUNDING CONDUCTOR. DOUBLE - STACKING OF LUGS SHALL BE USED TO GET FROM EQUIPMENT TO EQUIPMENT. S. REMOVE ALL PAINT BENEATH THE SURFACE OF GROUND LUGS. 10. ALL NEW GROUND BUSS BARS TO BE GALVANIZED. II. HARDWARE TO SECURE GROUND LUGS SHALL BE 91t" STAINLESS STEEL. 12. ALL SHAVINGS, KNOCK OUTS AND DEBRIS TO BE REMOVED FROM SITE. CONSTRUCTION NOTES: GROUND PIGTAIL CABLES STRIP A (TYP.) __ ------ - - - - --- i ' ' ' I ------- (TYP.) CABLE TO PIGTAIL TRANSITION POINT (TYR) ______�____ __ _ __ -� _ _� —_� I I-1 I I ' ' l I ° I I ' ' 1 1 l FUTURE NEW NEW MMSTS GASKET GND KIT OR SURGE ARRESTOR (TYP.) " �� "� I °�� " "° I I °� °� "" 1 BATTERY GARNET BATTERY GARNET SECTOR GROUND BAR (TYP.) EXISTING SPRINT CABINET NEW PHOENIX VD ALUG GREEN STRANDED INSULATED CONTACT JUNCTIOAN3ROX �� COPPER GND t t WIRE (TYP.) ■ ■ it y NEW n AWl's GND WIRE o 1 (2 TYP.) HYBRID CABLES IT ❑o (TYP) o4nn,F NEW GROUND 1 I I BAR (TYP.) ■ - —Y �y" • ♦ 5l tee VERIFY RING a WII EXISTING NEW •2 AILG ►2 A� GND WIRES NEW AWG BROKEN,IANY=BRUOKEN � ;� N EXISTING TOPER EXISTING GROUNDING GND II EXISTING S TO RINGS ARE TO BE REPLACED . 5j, :� -cow i, �aro+'`E GROUNDING GROUNDING ;,,1,‘A w' tj4 qtS (2 TYR) W •2 SPARE COILED AWG NEW •2 AU. GND WIRES 4. 1'` � ��'' „,,..a^•3 GND WIRES TO BE AVAILABLE TO EXISTING GROUNDING ,r�11°” /''-' ` FOR LATER INSTALLATION OF (2 TYP.) t SaO' BATTERY CABINET (2 TYP.) t, ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF SPRINTS STANDARD CONSTRUCTION SPECIFICATIONS FOR WIRELESS SITES ", REV 4.0 DATED 2 -1S -2011. NOTES SCALE: N.T.S. 1 TYPICAL GROUNDING RISER DIAGRAM SCALE: N.T.S. 3 � k ALCATE1YLUCENT�` 3530 TORINGDON WAY SUITE 300 CHARLOTTE, NC 28211 Sprint SPRINT 4- IEADQUARTERS 6200 SPRINT PKWY OVERLAND PARK, KS 66251 F .�.E T N 9600 W. BRYN MAWR AVE., SUITE 200 ROSEMONT, ILLINOIS 60018 TEL: 847 - 292 -0200 FAX: 847- 292 -0206 FIRM LICENSE# PEF006084 www.FullertonEngineering.com CHECKED BY AG APPROVED BY: MS # DATE DESCRIPTION NT. 02/19/13 90% REVIEW ES 04/22/13 PRELIMINARY FINAL KC 05/03/13 FINAL KC 40 0 kSTE ,r '. 0297 .. t' .: +' ' 0 . • Q. - -. X3/2013 SITE NAME AL AMOSA SITE NO. AT03AW051 SITE ADDRESS III BUTLER AVE. TYSEE ISLAND, GA 31328 SHEET NAME GROUND ING RISER DIAGRAM AND NOTES SHEET NUMBER 3 s